boundary road - blacktown.nsw.gov.au › files › assets › public › public... · dp 1208526lot...
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LOT 1
DP 1208526
LOT 11
DP 236422
LOT 9
DP 236422
LOT 8
DP 236422
LOT 2
DP 1208526
SP2
DRAINAGE
ZONERE1LAND
RE1LAND
SP2
DRAINAGE
ZONE
LOT 37
DP 39341
LOT 11
DP 236422
LOT 39
DP 39341
LOT 38
DP 39341
Orion
Consulting
Engineers
78 BOUNDARY ROAD,SCHOFIELDS
ROAD AND DRAINAGE DESIGN
Milestone Plan Revision
SITE / LOCATION (Image courtesy of Nearmap 18.01.18)
Prepared by:
Prepared for: LGA:
Project No.
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
000DA 0118-03
DA: ___________
SITE
BOUNDARY ROAD
NORTH
LOT 11, D.P. 536381DRAWING LIST
SHEET No. SHEET TITLE REVGENERAL
000 COVERSHEET
001 GENAERAL LAYOUT PLAN, NOTES & LEGEND
002 DEMOLITION PLAN
003 SITE REGRADING PLAN
SEDIMENT & EROSION CONTROL100 SEDIMENT & EROSION CONTROL PLAN
101 SEDIMENT & EROSION CONTROL NOTES & DETAILS
ROADWORKS200 ENGINEERING PLAN
300 ROAD TYPICAL CROSS SECTIONS
301 ROAD LONG SECTIONS - SHEET 01 OF 02
302 ROAD LONG SECTIONS - SHEET 02 OF 02
DRAINAGE400 CATCHMENT PLAN
401 BASIN PLAN, SECTIONS & DETAILS
402 BIO-RETENTION DETAILS & PLANTING
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004 SITE REGRADING SECTIONS 01
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BAYSWATER AVENUE
MARW
ANAV
ENUE
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
MAYF
AIR
STRE
ET
MOW
BRAY
STR
EET
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
LOT 2DP 1208526
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND SP2
DRAINAGEZONE
LOT 37DP 39341
LOT 11DP 236422
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:11
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A001
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
GENERAL NOTESG1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S WORKS SPECIFICATION
CIVIL (CURRENT EDITION) AND/OR AS DIRECTED BY THEIR REPRESENTATIVE
G2. SURVEY MARKS: - a. SURVEY MARKS SHOWN THUS SHALL BE RETAINED AT ALL TIMES. WHERE RETENTION IS NOT POSSIBLE
THE SUPERINTENDENT MUST BE NOTIFIED AND CONSENT RECEIVED PRIOR TO THEIR REMOVAL.
G3. THE CONTRACTOR SHALL LOCATE AND LEVEL ALL EXISTING SERVICES PRIOR TO COMMENCING CONSTRUCTIONAND MAKE ARRANGEMENTS WITH THE RELEVANT AUTHORITY TO RELOCATE OR ADJUST IF NECESSARY ATDEVELOPERS EXPENSE.
G4. THE CONTRACTOR SHALL NOT ENTER UPON NOR DO ANY WORK WITHIN ADJACENT LANDS WITHOUT THEWRITTEN PERMISSION OF THE OWNERS. TO BE PROVIDED PRIOR TO THE APPROVAL OF THE PLANS.
G5. THE CONTRACTOR SHALL MAINTAIN SERVICES AND ALL WEATHER ACCESS AT ALL TIMES TO ADJOININGPROPERTIES.
G6. COUNCIL'S TREE PRESERVATION ORDER MUST BE OBSERVED AND NO TREE SHALL BE FELLED, LOPPED ORREMOVED WITHOUT THE PRIOR APPROVAL OF COUNCIL'S ENGINEER.
G7. TREES TO BE RETAINED ON SITE SHALL BE PROTECTED BY SUITABLE STURDY APPROVED PROTECTIVE FENCINGPRIOR TO COMMENCEMENT OF SITE WORKS. NO TREES TO BE REMOVED WITHOUT COUNCIL'S WRITTENAPPROVAL.
G8. THE CONTRACTOR SHALL CLEAR THE SITE BY REMOVING ALL RUBBISH, FENCES, EXISTING INFRASTRUCTUREAND DEBRIS ETC.
G9. FILLING IS TO BE FROM A NOMINATED SOURCE, OF SOUND CLEAN MATERIAL, FREE FROM LARGE ROCK,STUMPS, CONTAMINATED MATTER, INDUSTRIAL AND BUILDING WASTE, ORGANIC MATTER AND OTHER DEBRIS.PLACING OF FILLING ON THE PREPARED AREAS SHALL NOT COMMENCE UNTIL THE AUTHORITY TO DO SO HASBEEN OBTAINED FROM THE COUNCIL.
G10. SITE FILL AREAS: - THE CONTRACTOR SHALL TAKE LEVELS OF EXISTING SURFACE AFTER STRIPPING TOPSOILAND PRIOR TO COMMENCING FILL OPERATIONS.
G11. ALL SITE FILLING TO BE COMPACTED TO 95% STANDARD COMPACTION AND SHALL BE CONTROLLED BY AREGISTERED SOIL LABORATORY IN ACCORDANCE WITH COUNCIL'S "WORKS SPECIFICATION".
G12. ALL SITE REGRADING AREAS SHALL BE GRADED AT A MINIMUM 1% TO THE ENGINEERS REQUIREMENTS.
G13. SURPLUS EXCAVATED MATERIAL SHALL BE PLACED WHERE DIRECTED BY THE SUPERINTENDENT.
G14. ALL DRAINAGE LINES THROUGH LOTS SHALL BE CONTAINED WITHIN THEIR EASEMENTS AND CONFORM WITHCOUNCIL'S STANDARDS.
G15. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3m OF SUBSOILDRAIN WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.
G16. VEHICULAR CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER WHERE SHOWN. DRIVEWAYS &LAYBACKS ARE TO HAVE A MINIMUM 1 METRE CLEARANCE FROM POWER & LIGHT POLES & STORMWATERDRAINS AND 6 METRES CLEARANCE FROM KERB RETURN TANGENT POINTS AND TO COUNCIL STANDARDDRAWING A(BS) 102S.
G17. PRAM CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER IN ACCORDANCE WITH COUNCIL'S STANDARDDRAWING A(BS) 104M.
G18. ALL NEW WORKS SHALL MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS.
G19. DIMENSIONS OF ANY DETAIL SHALL NOT BE SCALED - DIMENSIONS, IF IN DOUBT, SHALL BE VERIFIED BY THESUPERINTENDENT.
SURVEY SET OUT INFORMATION NOTES:S1. ALL SITE SET OUT AND CONTROL POINTS ARE TO BE CERTIFIED BY A REGISTERED SURVEYOR.
S2. THE INFORMATION DETAILED ON THE CERTIFIED CONSTRUCTION CERTIFICATE PLANS TAKES PRECEDENCE OVERALL ELECTRONIC INFORMATION PROVIDED. THE ORDER OF PRIORITY FOR USE OF ALL INFORMATION PROVIDED ISAS FOLLOWS:
a. CERTIFIED CONSTRUCTION CERTIFICATE DRAWINGSb. 2D DRAFTING BASE (ELECTRONIC FILE)c. 3D DTM (ELECTRONIC FILE)
S3. ANY DISCREPANCY BETWEEN ANY OF THE INFORMATION CONTAINED WITHIN THESE FILES IS TO BE BROUGHTTO THE ATTENTION OF THE SUPERINTENDENT PRIOR TO CONSTRUCTION WHO WILL SEEK CLARIFICATION ANDISSUE INSTRUCTIONS ON THE APPROPRIATE COURSE OF ACTION.
STORMWATER DRAINAGE NOTESD1. STORMWATER DESIGN CRITERIA:
1:100 MAJOR SYSTEM1:2 MINOR SYSTEM
D2. PIPES TO BE INSTALLED TO TYPE HS1 SUPPORT IN ACCORDANCE WITH AS 3725 (1989) IN ALL CASES BACKFILLTRENCH WITH SAND TO 300mm ABOVE PIPE (UNO). WHERE PIPE IS UNDER PAVEMENTS BACKFILL REMAINDEROF TRENCH TO UNDERSIDE OF PAVEMENT WITH SAND OR APPROVED GRANULAR MATERIAL COMPACTED IN150mm LAYERS TO MINIMUM 98% STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 5.2.1. (OR ADENSITY INDEX OF NOT LESS THAN 75)
D3. ALL INTERNAL WORKS WITHIN PROPERTY BOUNDARIES ARE TO COMPLY WITH THE REQUIREMENTS OF AS 35003.1 AND AS/NZS 3500 3.2 & COUNCIL'S SPECIFICATIONS.
D4. CARE IS TO BE TAKEN WITH LEVELS OF STORMWATER LINES. GRADES SHOWN ARE NOT TO BE REDUCEDWITHOUT APPROVAL.
D5. GRATES AND COVERS SHALL CONFORM TO AS 3996.
D6. AT ALL TIMES DURING CONSTRUCTION OF STORMWATER PITS, ADEQUATE SAFETY PROCEDURES SHALL BETAKEN TO ENSURE AGAINST THE POSSIBILITY OF PERSONNEL FALLING DOWN PITS.
D7. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3.0m OF SUBSOILDRAIN WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.
D8. ALL STORMWATER PIPES WITHIN ROADS TO BE REINFORCED CONCRETE PIPE (RCP) CLASS 2.
D9. ALL INTERALLOTMENT DRAINAGE LINES SHALL BE LAID AT A MINIMUM GRADE OF 1% UNLESS OTHERWISEINDICATED.
D10. DRAINAGE LINES ON PLANS ARE DIAGRAMMATIC ONLY AND PIPE CENTRELINES SHALL ENTER AND EXIT PITS ATTHE CENTRE OF THE RESPECTIVE PIT WALLS (UNO).
D11. PRECAST KERB INLET LINTELS SHALL BE USED ON GULLY PITS. GULLY PITS SHALL BE IN ACCORDANCE WITHA(BS)106M.
D12. PROVIDE STUB Ø100 uPVC SN4 PIPES AT INTER-ALLOTMENT DRAINAGE PITS FOR FUTURE CONNECTION. REFERTO DRAINAGE LONGSECTIONS.
EARTHWORKS NOTESE1. EARTHWORKS ARE TO BE CARRIED OUT TO THE SATISFACTION OF THE COUNCIL. UNSUITABLE MATERIALS ARE TO BE REMOVED FROM ROADS AND LOTS PRIOR TO FILLING. THE CONTRACTOR IS TO ARRANGE AND MAKE
AVAILABLE COMPACTION TESTING RESULTS FOR ALL AREAS THAT CONTAIN FILL IN EXCESS OF 250mm.
E2. COMPACTION OF EARTHWORKS SHALL CONTINUE UNTIL A DRY DENSITY RATIO OF 95% FOR SITE FILLING AND 100% FOR ROAD PAVEMENT SUBGRADES HAS BEEN ACHIEVED IN ACCORDANCE WITH TEST METHOD AS1289.5.3.1 OR AS.1289.5.1.1. THE CONTROL TESTING OF EARTHWORKS SHALL BE IN ACCORDANCE WITH THE GUIDELINES IN AS3798 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'. WHERE IT IS PROPOSED TO USE TEST METHOD AS1289.5.8.1 TO DETERMINE THE FIELD DENSITY, A SAND REPLACEMENT METHOD SHALL BE USED TO CONFIRM THE RESULTS.
E3. THE SUITABLE QUALIFIED GEOTECHNICAL ENGINEER, SHALL HAVE A LEVEL 1 RESPONSIBILITY FOR ALL FILLINGAS DEFINED IN APPENDIX B AS3798 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
DEVELOPMENTS', AND AT THE END OF THE WORKS SHALL CONFIRM THE EARTHWORKS COMPLY WITH THEREQUIREMENTS OF THE SPECIFICATION AND DRAWINGS BY WRITTEN NOTIFICATION.
E4. IN AREAS TO BE FILLED WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS 1(V):4(H), BENCHES ARE TO BE CUT TO PREVENT SLIPPING OF THE PLACED FILL MATERIAL AS REQUIRED BY THE COUNCIL.
E5. ALL BATTERS ARE TO BE SCARIFIED TO A DEPTH OF 50mm TO ASSIST WITH ADHESION OF TOP SOIL TO BATTERFACE.
E6. PROVIDE MINIMUM 100mm AND MAXIMUM 250mm TOPSOIL DEPTH ON FOOTPATHS, FILLED AREAS AND ALL OTHER AREAS DISTURBED DURING CONSTRUCTION. TOPSOILED AREAS TO BE STABILISED WITH APPROVED VEGETATION A MAXIMUM OF 14 DAYS AFTER TOPSOILING AND ARE TO BE WATERED TO ENSURE GERMINATION.
E7. THE CONTRACTOR SHALL CONTROL SEDIMENTATION, EROSION AND POLLUTION DURING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF 'MANAGING URBAN STORMWATER:
SOILS AND CONSTRUCTION' PRODUCED BY LANDCOM.
E8. FOOTWAY AREA TO BE FULLY TURFED WITH COUCH GRASS, AND SHALL BE MAINTAINED AND REPLACED ASREQUIRED DURING THE CONSTRUCTION MAINTENANCE PERIOD, IN ACCORDANCE WITH CONDITION.
UTILITIES SHOWN ARE DIAGRAMMATIC ONLY AND MAY NOTINCLUDE ALL SERVICES WITHIN THE LIMIT OF WORKS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY,LOCATE AND AVOID DAMAGE TO THEM AS SPECIFIED BY EACH
UTILITIES EXCAVATION GUIDE LINES/STANDARDS.
GENERAL NOTES (continued)G20. ALL CONSTRUCTION AND RESTORATION WORK ON COUNCIL'S ROAD AND FOOTPATH AREA ARE TO BE CARRIED
OUT IN ACCORDANCE WITH THE APPROVED DRAWINGS AND COUNCIL'S STANDARD SPECIFICATIONS.
G21. ALL LIGHT POLES, STREET NAME POLES AND BUS SHELTERS IN THIS SUBDIVISION WILL BE BLACK POWDERCOATED TO THE SATISFACTION OF BLACKTOWN CITY COUNCIL AND COMPLY TO COUNCIL'S SPECIFICATION.
G22. CONDUITS TO BE PLACED WHERE REQUIRED BY RELEVANT AUTHORITIES.
G23. PITS ARE TO HAVE STEP IRONS IF DEEPER THAN 1.2m, REFER TO COUNCIL'S STANDARD DWG A(BS)111S.
G24. STRUCTURAL CERTIFICATION REQUIRED FOR CONSTRUCTION OF MAJOR AND NON-STANDARD STRUCTURES(PITS & RETAINING WALLS).
G25. 100 YEAR FLOW PATHS TO BE FORMED AT TIME OF CONSTRUCTION.
LOT NUMBER & BOUNDARY
BUILDING / ENVELOPE
APPROXIMATE LIMIT OF WORKSOR STAGE
ROAD, NUMBER, CONTROL LINE,CHAINAGE & CHAINAGE MARK
COUNCIL STANDARD KERB &GUTTER OR ROLL KERB
COUNCIL STANDARD DISHCROSSING
STORMWATER DRAINAGE PIPEAND STRUCTURE
SUBSOIL DRAIN
COUNCIL STANDARD CONCRETEFOOTPATH & KERB RAMP
BATTER
CONTOUR LINE & LABEL
RETAINING WALL
STORMWATER DRAINAGE PIPEAND STUB
TREE - TO BE RETAINED
LOT #LOT # LOT #
KG
DC
20.010.0 30.0
RW1
ROAD
RK
CH #
ROAD ROAD
CH #
CH #
UTILITY -
SEWERGAS
WATER
ELECTRICITY
TELECOMS
PROPOSEDEXISTING FUTURE
NBN
LEGEND
TEMPORARY STORMWATERDRAINAGE PIPE
OPTIC FIBRE
EASEMENT (REFER LEGEND) (A) (B) (C)(A) (B) (C)
DIVERSION SWALE
TREE - TO BE REMOVED
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BAYSWATER AVENUE
MARW
AN A
VENU
E
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND
SP2DRAINAGE
ZONE
LOT 37DP 39341
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:21
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A002
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA0
02.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
NORTH
DEMOLITION PLAN
002
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
"DANGER - DEMOLITION INPROGRESS", OR SIMILARMESSAGE SHALL BE MAINTAINEDON THE FENCING ATAPPROPRIATE PLACES TO WARNTHE PUBLIC.
SIGNS:
EXISTING CONTOURS
EXISTING STRUCTURES TO BEDEMOLISHED AND MATERIALS TAKENTO APPROVED WASTE FACILITY
SITE SECURITY FENCE
LEGEND1. SURVEY PROVIDED BY BATHLA (DATE 9th JANUARY 2018)
2. CONTRACTOR TO ESTABLISH EXTENT OF ALL EXISTINGSERVICES WITHIN THE EXTENT OF WORKS.
3. CONTRACTOR TO GAIN ALL NECESSARY APPROVALS &PERMITS TO DEMOLISH, CAP OR REMOVE EXISTING SERVICESAS REQUIRED.
4. CONTRACTOR TO ALLOW FOR THE DEMOLITION OF ALLEXISTING STRUCTURES & FEATURES (ABOVE & BELOWGROUND) ON THE SITE REQUIRED, INCLUDING BUILDINGS,FENCES, EXISTING PAVEMENT, DRAINAGE, SIGNS ETC.
5. ALL DEMOLITION WORKS SHALL COMPLY WITH THEPROVISIONS OF AS2601:2001 THE DEMOLITION OFSTRUCTURES.
6. REMOVAL OF EXISTING ELECTRICAL INFRASTRUCTURE TO BECOMPLETED IN ACCORDANCE ELECTRICAL CONSULTANTSSPECIFICATIONS & DRAWINGS.
7. EXISTING SERVICES TO BE LOCATED FROM DBYD PLANS ANDONSITE SERVICES LOCATION.
8. TREE REMOVAL SHALL BE IN ACCORDANCE WITH BLACKTOWNCITY COUNCIL'S REQUIREMENTS AND SPECIFICATIONS.
UTILITIES SHOWN ARE DIAGRAMMATIC ONLY AND MAY NOTINCLUDE ALL SERVICES WITHIN THE LIMIT OF WORKS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY,LOCATE AND AVOID DAMAGE TO THEM AS SPECIFIED BY EACH
UTILITIES EXCAVATION GUIDE LINES/STANDARDS.
EXISTING DAMN TO BE DE-SILTED,DE-SLUGGED & COMPACTED TO 95% STD
EXISTING FENCE TO BE REMOVED
PROVIDE LOCKABLESITE ACCESS GATE
AutoCAD SHX Text145
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-
36.5
36.5
36.5
37.5
37.5
37.538.0
38.5
38.5
39.0
39.5
40.0
34.0
35.0
35.5
35.5
36.0
36.0
36.5
36.5
37.0
37.0
37.0
37.5
37.5
37.5
38.0 38.0
38.5
38.5
39.540.0
40.5
41.0
41.5
42.0
42.5
43.0
35.0
35.5
35.5
35.5
35.536.0
36.0 36.0
36.0
36.0
36.5
36.5
36.5
36.5
36.5
37.037.0
37.0
37.0
37.0
37.5
37.5
37.5
38.0
38.5
39.0
39.5
40.0
40.541.0
41.5
42.0
42.5
43.0
43.5
43.5
44.0
44.044.5
44.5
45.0
45.0
45.5
45.5
46.0
46.5
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
BAYSWATER AVENUE
MARW
AN A
VENU
E
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND
SP2DRAINAGE
ZONE
LOT 37DP 39341
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
CH 0.
0
CH 37
1.161
CH 15
.0
CH 30
.0
CH 45
.0
CH 60
.0
CH 75
.0
CH 90
.0
CH 10
5.0
CH 12
0.0
CH 13
5.0
CH 15
0.0
CH 16
5.0
CH 18
0.0
CH 19
5.0
CH 21
0.0
CH 22
5.0
CH 24
0.0
CH 25
5.0
CH 27
0.0
CH 28
5.0
CH 30
0.0
CH 31
5.0
CH 33
0.0
CH 34
5.0
CH 36
0.0
CH 0.0
CH 100.0
CH 15.0
CH 30.0
CH 45.0
CH 60.0
CH 75.0
CH 90.0
CH 0.0
CH 100.0
CH 15.0
CH 30.0
CH 45.0
CH 60.0
CH 75.0
CH 90.0
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:32
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A003
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA0
03.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
NORTH
SITE REGRADING PLAN
003
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
VOLUMESCUT - 890m³FILL - 27,130m³
IMPORT - 26,240m³
NOTES:- THESE VOLUMES ARE IN SITU ONLY(EXISTING SURFACE TO FINISHED DESIGNSURFACE).- NO BULKING FACTOR HAS BEEN APPLIED.- NO ALLOWANCE HAS BEEN MADE FORTOPSOIL STRIPPING OR RESPREAD.- NO ALLOWANCE HAS BEEN MADE FORUNSUITABLE MATERIAL ASSOCIATED WITHEXISTING DAMS SUCH AS WATER, MUD,SLUDGE ETC.- NO BOXING HAS BEEN APPLIED.
LEGEND
APPROXIMATEEXTENT OF CUT
APPROXIMATEEXTENT OF FILL
0.0 - 0.5m
0.5 - 1.0m
1.0 - 1.5m
1.5 - 2.0m
2.0 - 2.5m
> 2.5m
0.0 - 0.5m
0.5 - 1.0m
1.0 - 1.5m
1.5 - 2.0m
2.0 - 2.5m
> 2.5m
TEMP
ORAR
Y RE
TAIN
ING
WAL
L 'RW
01'
A004
B004
C004
AutoCAD SHX Text145
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-
044
.15
3.967
44.37
45.49
1544
.8745
.41
27.86
745
.3345
.3130
45.36
45.23
44.02
45.53
45.39
4545
.5445
.4
6045
.2444
.86
7544
.6144
.27
9043
.7543
.68
101.2
8543
.1343
.24
105
42.87
42.99
117.4
4242
.2243
.2812
042
.143
.2
135
41.59
42.47
150
40.9
41.79
165
40.26
41.25
180
39.75
40.71
195
39.29
40.17
210
38.71
39.63
225
38.31
39.22
240
3839
.05
255
37.45
38.82
270
37.09
38.59
285
36.61
38.36
300
36.19
38.13
315
35.86
37.9
330
34.95
35.5
344.7
1834
.9737
.2534
534
.9737
.24
360
35.01
37.05
361.7
1535
.0137
.01
371.1
6135
.0335
.28
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 32
0 7.791
45.34
1544
.7545
.5115
.868
44.72
45.55
3044
.6145
.03
4544
.5744
.46
6044
.4144
.11
7543
.9943
.8
9043
.6443
.5692
.783
43.46
43.52
100CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 40
0 7.887
38.15
1538
.1238
.4615
.963
38.12
38.5
3037
.9538
.72
4537
.7738
.92
6037
.7538
.81
7537
.4138
.54
84.70
237
.1838
.35
9037
.0538
.1692
.775
37.28
38.25
100CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 33
TEMPORARY BATTER1V:4H (MAX)
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD
No.0
5
ROAD
No.0
5
ROAD
No.0
4
DESIGN SURFACE
EXISTING SURFACE
DESIGN SURFACE
EXISTING SURFACE
EXISTING SURFACE
DESIGN SURFACE
PROPOSED DEVELOPMENT
LIMIT
OF
WOR
KS
TEMPORARY BATTER1V:4H (MAX)
ULTIMATE DESIGN SURFACE
PROPOSED DEVELOPMENT
LIMIT
OF
WOR
KS
SECTIONSCALE: 1:100SCALE: 1:500003
A
SECTIONSCALE: 1:100SCALE: 1:500003
B SECTIONSCALE: 1:100SCALE: 1:500003
C
BASINBATTER1V:3H (MAX)
TEMPORARY RETAININGWALL 'RW01'
PROPOSED DEVELOPMENTEXISTING DEVELOPMENT
LIMIT
OF
WOR
KS
PROPOSED DEVELOPMENT FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
REFER CRAIG & RHODES PLANSREF: 17-88
DA: 15/02283
PROPOSED DEVELOPMENTFUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
REFER ORION CONSULTINGENGINEERS PLANS
REF: 17-25DA: 15/01643
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
REFER CRAIG & RHODES PLANSREF: 17-88
DA: 15/02283
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:40
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A004
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA0
04.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
SITE REGRADINGSECTIONS
004
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
0 1 2 3 4 5 6 7 8 9 10
SCALE 1:100 (A1) SCALE 1:200 (A3)
-
36.5
36.5
36.5
37.5
37.5
37.538.0
38.5
38.5
39.0
39.5
40.0
34.0
35.0
35.5
35.5
36.0
36.0
36.5
36.5
37.0
37.0
37.0
37.5
37.5
37.5
38.0 38.0
38.5
38.5
39.540.0
40.5
41.0
41.5
42.0
42.5
43.0
35.0
35.5
35.5
35.5
35.536.0
36.0 36.0
36.0
36.0
36.5
36.5
36.5
36.5
36.5
37.037.0
37.0
37.0
37.0
37.5
37.5
37.5
38.0
38.5
39.0
39.5
40.0
40.541.0
41.5
42.0
42.5
43.0
43.5
43.5
44.0
44.044.5
44.5
45.0
45.0
45.5
45.5
46.0
46.5
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
BAYSWATER AVENUE
MARW
AN A
VENU
E
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND
SP2DRAINAGE
ZONE
LOT 37DP 39341
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
POSSIBLESTOCKPILELOCATION
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:47
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A100
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA1
00.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
NORTH
SEDIMENT & EROSIONCONTROL PLAN
100
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
PROVIDE LOCKABLESITE ACCESS GATE
LEGEND20.0
STABILISED SITE ACCESS
SITE SECURITY FENCE
POSSIBLE STOCKPILE LOCATION
SEDIMENT FENCE
CATCH DRAIN / DIVERSION BANK
PIT INLET FILTER (GEOTEXTILEOR MESH & GRAVEL)
CONTOURS
STRAW / HAY BALE FILTER
ENERGY DISSIPATER(LEVEL SPREADER)
WASTE BINS x 4 - 1 x MIXED MATERIAL,1 x PAPER / CARDBOARD,1 x METAL & 1 x TREATED TIMBER
GREEN WASTE BIN (1 x 2.5 x 2.5m)
MASONRY WASTE BIN (1 x 2.5 x 2.5m)
BASIN TO BE USED AS SEDIMENTBASIN DURING CONSTRUCTION
AutoCAD SHX Text145
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-
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
15:55
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A101
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA1
01.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
SEDIMENT & EROSIONCONTROL NOTES &DETAILS 101
VEGETATION.
IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEY
SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINESAND AREAS WHERE WATER MAY CONCENTRATE.
STOCKPILE NOTES:
FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUM DEPTH
SHALL BE STABILIZED BY COVERING WITH A MULCH OR WITH TEMPORARY
CONFIRMED ON SITE.
MARK:-
SEDIMENTATION CONTROL DEVICES:
(PROPEX OR SIMILAR) BETWEEN POSTS AT 2m (3m MAX) CENTRES. FABRIC SHALLSILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRICDRIVEN 450mm INTO THE GROUND AND LOCATED ON THE BALE CENTRE LINE.100mm. EACH BALE SHALL BE SECURELY ANCHORED WITH TWO STEEL STAKESEND TO END IN A SINGLE ROW AND EMBEDDED INTO THE SOIL TO A DEPTH OFALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE PLACED
BE BURIED 150mm ALONG ITS LOWER EDGE.
A POINT NOMINATED BY THE ENGINEER.
NO TREES SHALL BE REMOVED WITHOUT COUNCIL'S CLEARANCE.
b) ALL TREES TO BE LEFT UNDISTURBED AND TO BE CORDONED OFF.
THE APPLICANT'S REPRESENTATIVE TO IDENTIFY AND APPROPRIATELYTHE SITE MUST BE INSPECTED BY COUNCIL'S REPRESENTATIVE ANDROAD CENTRELINES HAVE BEEN PEGGED AND/OR PERMANENTLY MARKED,PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER THE
WHERE CLEANING IS REQUIRED, THE SEDIMENT SHALL BE REMOVED TOMANAGEMENT DEVICES SHALL BE MAINTAINED ON A REGULAR BASIS.
DAMAGE DURING THE COURSE OF THE CONTRACT.RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AGAINST WATERCONFORMITY WITH THIS PLAN SHALL IN NO WAY REDUCE THE
AND THE ACCOMPANYING ROAD AND DRAINAGE PLANS."MANAGING URBAN STORMWATER SOILS AND CONSTRUCTION " -4TH EDITIONTHIS PLAN IS TO BE READ IN CONJUNCTION WITH THE GUIDELINES SET OUT IN
IS DIAGRAMMATIC ONLY AND THE ACTUAL REQUIREMENTS SHALL BELOCATION AND EXTENT OF SOIL AND WATER MANAGEMENT DEVICES
a) THE TREES TO BE RETAINED.
SPECIAL NOTES:
OF 100mm ON THE BARE SOIL SURFACES AND REVEGETATE.
ALL STOCKPILES TO BE (MAX) 2m HIGH AND PROTECTED WITH SILT FENCE.
FROM THE CONCLUSION OF LAND SHAPING.ALL DISTURBED AREAS SHALL BE REVEGETATED WITHIN 14 WORKING DAYS
AREAS WITHOUT CONSULTATION WITH COUNCIL'S ENGINEER.DRAINAGE LINES. NO LOT GRADING SHALL BE CARRIED OUT IN UNDISTURBEDDISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS, ROADWAYS AND
AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.ACCESS WHERE POSSIBLE TO PROPOSED OR EXISTING ROAD ALIGNMENTS.VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENT CONFINING
BALES SHALL BE PLACED AS A SEDIMENT CONTROL DEVICE WHERE REQUIRED.ALL TAIL-OUT DRAINS SHALL BE GRASSED AND TRAPEZOIDAL IN SECTION. STRAW
ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLY AS
RESPREAD TO AID REVEGETATION IN THOSE AREAS.TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED AND LATER
STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE REQUIREMENTSALL EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING REVEGETATION AND
POSSIBLE DURING DEVELOPMENT.
OF THE "ENVIRONMENT PROTECTION AUTHORITY".AND "DEPT OF LAND AND WATER
GENERAL NOTES:
MINIMISE DUST BY WATERING WHEN REQUIRED.
CONSERVATION". MEASURES OUTLINED IN THE SEDIMENT & EROSION CONTROL PLAN
MANAGEMENT DEVICES TO REMAIN UNTIL THE END OF THE MAINTENANCE PERIOD.
MUST BE IMPLEMENTED PRIOR TO AND MAINTAINED DURING AND AFTER THECONSTRUCTION WORKS.
10.
9.
11.
21.
20.
18.
17.
16.
15.
14.
13.
12.
7.
6.
5.
4.
3.
2.
1.
8.
19.
2:1 SLOPE (MAX.)
FLOW2:1 S
LOPE (MA
X.)
SD 4-1STOCKPILES
CONSTRUCTION NOTES:1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,
CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.4. ALL STOCKPILES ARE TO BE LOCATED AND PLACED IN ACCORDANCE WITH THE CONTRACTOR'S
EROSION AND SEDIMENT CONTROL PLAN.5. WHERE STOCKPILES ARE TEMPORARY (
-
36.5
36.5
36.5
37.5
37.5
37.538.0
38.5
38.5
39.0
39.5
40.0
34.0
35.0
35.5
35.5
36.0
36.0
36.5
36.5
37.0
37.0
37.0
37.5
37.5
37.5
38.0 38.0
38.5
38.5
39.540.0
40.5
41.0
41.5
42.0
42.5
43.0
35.0
35.5
35.5
35.5
35.536.0
36.0 36.0
36.0
36.0
36.5
36.5
36.5
36.5
36.5
37.037.0
37.0
37.0
37.0
37.5
37.5
37.5
38.0
38.5
39.0
39.5
40.0
40.541.0
41.5
42.0
42.5
43.0
43.5
43.5
44.0
44.044.5
44.5
45.0
45.0
45.5
45.5
46.0
46.5
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
CH 115.023
CH 90.0
CH 105.0
114.988
CH 90.0
CH 105.0
CH 18
0.0
CH 19
5.0
CH 0.0
CH 15.0
CH 135.0
CH 150.0
CH 165.0
SAG 135.937
BAYSWATER AVENUE
MARW
AN A
VENU
E
332°
15'44
"
332°
15'44
"
R-75
8.0
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
RK RK
RK RK
RK KG
RK RK RK
RKRK
'RW
01'
'RW
01'
4.53.5
4.53.5
3.5 4.54.5
4.53.53.5
4.54.53.5
4.53.5
3.5 4.5 4.5 3.5 4.5 4.5 3
.53.5
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND
SP2DRAINAGE
ZONE
LOT 37DP 39341
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
330°
37'56
"
R300
.0
330°
32'10
"
R300
.0
68°31'35"
R-300.0 68°29'33" R-300.0 68°10'27"
148°
56'35
"
R-50
0.0
144°
42'7"
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
TP 22
5.927
CH 0.0
TP 75.146
TP 83.679
CH 15.0
CH 30.0
CH 45.0
CH 60.0
CH 75.0
CH 0.0
TP 72.422
TP 81.459
CH 15.0
CH 30.0
CH 45.0
CH 60.0
CH 75.0
CH 0.
0
CH 24
1.855
CH 15
.0
CH 30
.0
CH 45
.0
CH 60
.0
CH 75
.0
CH 90
.0
CH 10
5.0
CH 12
0.0
CH 13
5.0
CH 15
0.0
CH 16
5.0
CH 18
0.0
CH 19
5.0
CH 21
0.0
CH 22
5.0
CH 24
0.0
SAG
227.4
28
TP 22
7.759
TP 54
0.978
TP 54
2.644
CH 55
2.673
CH 21
0.0
CH 22
5.0
CH 24
0.0
CH 25
5.0
CH 27
0.0
CH 28
5.0
CH 30
0.0
CH 31
5.0
CH 33
0.0
CH 34
5.0
CH 36
0.0
CH 37
5.0
CH 39
0.0
CH 40
5.0
CH 42
0.0
CH 43
5.0
CH 45
0.0
CH 46
5.0
CH 48
0.0
CH 49
5.0
CH 51
0.0
CH 52
5.0
CH 54
0.0
CRES
T 21
6.625
SAG
540.7
37
TP 54.166
TP 91.177
TP 106.212
CH 30.0
CH 45.0
CH 60.0
CH 75.0
CH 90.0
CH 105.0
CH 120.0
CH 19
8.169
IP 115.83
CH 85.023 CH 84.988
IP 23
1.421
IP 30
4.911
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
16:02
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A200
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA2
00.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
NORTH
ENGINEERING PLAN
200
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
LIMIT OF ROAD CONSTRUCTION CH 85.023PROVIDE SMOOTH CONNECTION TOPROPOSED ROAD
LIMIT OF ROAD CONSTRUCTION CH 84.988PROVIDE SMOOTH CONNECTION TOPROPOSED ROAD
LIMIT OF ROAD CONSTRUCTIONCH 115.83
LIMIT OF ROADCONSTRUCTION
CH 32.92
LIMIT OF ROAD CONSTRUCTION CH 30.0PROVIDE SMOOTH CONNECTION TOPROPOSED ROAD
MAX1V:3H
MAX1V:4H
MAX1V:4H
PROVIDE 1.2m WIDECONCRETE FOOTPATH TOCOUNCIL STANDARD (TYP.)
HALF ROAD CONSTRUCTIONMAKE SMOOTH JUNCTION
WITH EXISTING LEVELS.
TEMPORARY OSD/WATER QUALITY BASINREFER TO DRAWINGS 401 & 402 FOR FURTHER
INFORMATION.
EXISTING DAMN TO BEDE-SILTED, DE-SLUGGED &COMPACTED TO 95% STD
FUTURE PITS AND PIPES
PROVIDE STUB FORFUTURE DRAINAGE
PROVIDE ALL WEATHERBASIN ACCESS RAMP
MAX 1:10 MAX1V
:3H
PIPE TO BE TEMPORARILYBLOCKED TO DIVERTFLOWS INTO BASIN
PIPE TO BE TEMPORARILY BLOCKEDTO DIVERT FLOWS INTO BASIN
TEMPORARY RETAINING WALL
TEMPORARY BATTER 1:4 MAX
NOTE:TEMPORARY STORMWATER PIPES TO BE REMOVED/DECOMMISSIONED FOLLOWING THE CONSTRUCTION OF THEADJOINING DEVELOPMENT AND FUTURE REGIONAL BASIN
CONSTRUCT TEMPORARY HEADWALLOUTLET WITH RIPRAP SCOUR PROTECTION
TAILOUT @ MIN 0.5% TO EXISTING
PIPE TO BE TEMPORARILY BLOCKEDTO DIVERT FLOWS INTO BASIN
PIPE TO BE TEMPORARILY BLOCKEDTO DIVERT FLOWS INTO BASIN
AutoCAD SHX TextE. T. D. W.
AutoCAD SHX Text145
AutoCAD SHX Text146
AutoCAD SHX Text147
AutoCAD SHX Text148
AutoCAD SHX Text149
AutoCAD SHX Text154
AutoCAD SHX Text155
AutoCAD SHX Text156
AutoCAD SHX Text157
AutoCAD SHX Text158
AutoCAD SHX Text159
AutoCAD SHX Text160
AutoCAD SHX Text161
AutoCAD SHX Text162
AutoCAD SHX Text163
AutoCAD SHX Text183
AutoCAD SHX Text164
AutoCAD SHX Text180
AutoCAD SHX Text181
AutoCAD SHX Text182
AutoCAD SHX Text184
AutoCAD SHX Text130
AutoCAD SHX Text129
AutoCAD SHX Text128
AutoCAD SHX Text127
AutoCAD SHX Text136
AutoCAD SHX Text135
AutoCAD SHX Text134
AutoCAD SHX Text133
AutoCAD SHX Text141
AutoCAD SHX Text142
AutoCAD SHX Text143
AutoCAD SHX Text144
AutoCAD SHX Text146
AutoCAD SHX Text147
AutoCAD SHX Text1.5m WIDE
AutoCAD SHX TextE. T. D. W.
AutoCAD SHX Text1.5m WIDE
AutoCAD SHX TextE. T. D. W.
AutoCAD SHX Text1.5m WIDE
AutoCAD SHX TextE. T. D. W.
AutoCAD SHX Text1.5m WIDE
AutoCAD SHX Text58
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text4
AutoCAD SHX Text3
AutoCAD SHX Text2
AutoCAD SHX Text1
AutoCAD SHX Text15
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text14
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AutoCAD SHX Text17
AutoCAD SHX Text18
AutoCAD SHX Text19
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AutoCAD SHX Text8
AutoCAD SHX Text12
AutoCAD SHX Text7
AutoCAD SHX Text25
AutoCAD SHX Text67
AutoCAD SHX Text26
AutoCAD SHX Text24
AutoCAD SHX Text68
AutoCAD SHX Text22
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AutoCAD SHX Text23
AutoCAD SHX Text66
AutoCAD SHX Text31
AutoCAD SHX Text61
AutoCAD SHX Text30
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AutoCAD SHX Text28
AutoCAD SHX Text64
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AutoCAD SHX Text65
AutoCAD SHX Text36
AutoCAD SHX Text56
AutoCAD SHX Text35
AutoCAD SHX Text57
AutoCAD SHX Text34
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AutoCAD SHX Text32
AutoCAD SHX Text60
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AutoCAD SHX Text39
AutoCAD SHX Text53
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AutoCAD SHX Text54
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AutoCAD SHX Text55
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AutoCAD SHX Text42
AutoCAD SHX Text41
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AutoCAD SHX Text44
AutoCAD SHX Text46
AutoCAD SHX Text47
AutoCAD SHX Text48
AutoCAD SHX Text2.0m WIDE
AutoCAD SHX TextE. T. D. W.
-
4% -3% -3% 4%
-8.5
0.143
-80.1
23
-4.6
-0.01
1-4
.5-0
.141
-4.05
-0.12
1
00
4.05
-0.12
14.5
-0.14
14.6
-0.01
1
80.1
238.5
0.143
OFFSET
DESIGNLEVEL
1V:4H
-2% -3% -3% 4%
VARI
ESVA
RIES
-9.40
1-0
.105
-8.74
3-0
.092
-4.54
-0.01
1-4
.5-0
.161
-4.05
-0.12
1
00
4.05
-0.12
14.5
-0.14
14.6
-0.01
1
80.1
238.5
0.143
OFFSET
DESIGNLEVEL
NOTE· FOR STANDARD KERB TYPES REFER TO
BLACKTOWN CITY COUNCIL STANDARDDRAWING A(BS)101M.
· FOR FOOTPATH AND CYCLEWAY DETAILSREFER TO BLACKTOWN CITY COUNCILSTANDARD DRAWINGS A(BS)102S.
TYPICAL CROSS SECTION - ROAD No.01 & ROAD No.02SCALE 1:100 (NATURAL)
TYPICAL CROSS SECTION - ROAD No.03SCALE 1:100 (NATURAL)
CENT
RELIN
E CEN
TREL
INE
-3% 4%
00
4.05
-0.12
24.5
-0.14
24.6
-0.01
2
80.1
228.5
0.142
TYPICAL CROSS SECTION - ROAD No.05SCALE 1:100 (NATURAL)
CENT
RELIN
E
-3%4%
4.05
-0.12
24.5
-0.14
24.6
-0.01
2
80.1
228.5
0.142
OFFSET
DESIGNLEVEL
-3% 4%
00
4.05
-0.12
24.5
-0.14
24.6
-0.01
2
80.1
228.5
0.142
TYPICAL CROSS SECTION - ROAD No.04SCALE 1:100 (NATURAL)
CENT
RELIN
E
-3%4%
4.05
-0.12
24.5
-0.14
24.6
-0.01
2
80.1
228.5
0.142
OFFSET
DESIGNLEVEL
BOUN
DARY
0.5m
BERM
0.9m
1.2m
FOOT
PATH
PAT
HAT
2.5%
CRO
SSFA
LL
BOUN
DARY
0.5m
BERM
KERB
LINE
(RK)
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
LOCAL STREET16.0m WIDE
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
KERB
LINE
(RK)
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
LOCAL STREET16.0m WIDE
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
LOCAL STREET16.0m WIDE
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
VERGE4.5m WIDE & VARIES
CARRIAGEWAY4.5m WIDE
VERGE3.5m WIDE
CARRIAGEWAY4.5m WIDE
LOCAL STREET17.0m WIDE
BOUN
DARY
0.5m
BERM
0.9m
1.2m
FOOT
PATH
PAT
HAT
2.5%
CRO
SSFA
LL
BOUN
DARY
0.5m
BERM
KERB
LINE
(RK)
FUTURE PAVEMENT
KERB
LINE
(RK)
0.9m
1.2m
FOOT
PATH
PAT
HAT
2.5%
CRO
SSFA
LL
BOUN
DARY
0.5m
BERM
KERB
LINE
(RK)
BOUN
DARY
0.5m
BERM
KERB
LINE
(RK)
FUTURE PAVEMENT
BOUN
DARY
0.5m
BERM
KERB
LINE
(RK)
0.9m
1.2m
FOOT
PATH
PAT
HAT
2.5%
CRO
SSFA
LL
KERB
LINE
(KG)
300mm
300mm
300mm 300mm
300mm 300mm
300mm
300mm
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
16:11
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A300
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA3
00.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
ROAD TYPICAL CROSSSECTIONS
300
0 1 2 3 4 5 6 7 8 9 10
SCALE 1:100 (A1) SCALE 1:200 (A3)
-
CH 0
RL 46
.645
INTE
RSEC
TION
ROA
D No
.05
I.P. R
.L. 45
.428
-2.79% -5%GRADE
V.C.
R300HORIZ. GEOMETRY
046
.597
46.64
6
13.66
146
.2346
.265
1546
.209
46.22
7
3045
.824
45.76
43.66
145
.473
45.26
245
45.42
945
.21
6044
.862
44.57
7
73.66
144
.165
43.92
875
44.10
643
.861
75.14
644
.143
.854
83.67
943
.906
43.42
785
.023
43.92
443
.36
9043
.746
43.11
1
105
42.46
42.36
1
115.0
2342
.047
41.86
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 38
LONG SECTION - ROAD No.01SCALE 1:500 (H)SCALE 1:100 (V)
CH 0
RL 43
.889
INTE
RSEC
TION
ROA
D No
.05
I.P. R
.L. 43
.543
I.P. R
.L. 43
.235
-2.365% -3%GRADE
V.C.
R300HORIZ. GEOMETRY
043
.873
43.88
8
9.607
42.88
143
.661
14.60
742
.738
43.56
1542
.732
43.55
319
.607
42.67
643
.493
22.82
342
.642
43.46
3042
.592
43.37
7
4542
.686
43.12
945
.323
42.75
343
.123
6042
.592
42.78
1
67.82
342
.415
42.56
72.42
242
.315
42.42
275
42.30
142
.345
81.45
942
.084
42.15
1
84.98
842
.051
42.04
6
9041
.711
41.89
5
105
41.80
341
.445
114.9
8841
.647
41.14
5
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 36
LONG SECTION - ROAD No.02SCALE 1:500 (H)SCALE 1:100 (V)
I.P. R
.L. 37
.325
I.P. R
.L. 36
.624
-1%GRADE
V.C.
R-500HORIZ. GEOMETRY
034
.8537
.75
1534
.758
37.6
3036
.542
37.45
42.5
35.19
237
.333
4535
.164
37.31
1
54.16
635
.075
37.23
855
35.07
37.23
1
6035
.039
37.19
4
7535
.014
37.08
1
9035
.136
.969
91.17
735
.107
36.96
105
36.87
936
.856
106.2
1237
.346
36.84
7
115.8
335
.386
36.77
5
120
37.17
236
.744
120.9
3737
.633
36.73
7
135
38.47
736
.681
135.9
3738
.505
36.68
150
38.02
536
.7315
0.937
37.91
836
.737
165
35.92
36.84
2
180
35.95
236
.955
195
36.37
237
.067
197.2
436
.364
37.08
4
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 29
LONG SECTION - ROAD No.03SCALE 1:500 (H)SCALE 1:100 (V)
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
60VC 10VC
-1%
45VC
25VC
-0.75%
30VC
R-758
0.75%
INTE
RSEC
TION
ROA
D No
.04RL
37.45
CH 30
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
R.L.
36.68
CH 13
5.937
SAG
INTE
RSEC
TION
ROA
D No
.05RL
36.77
5CH
115.8
3
INTE
RSEC
TION
ROA
D No
.04RL
42.04
6CH
84.98
8
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
16:15
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A301
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA3
01.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
ROAD LONG SECTIONS- SHEET 01 OF 02
301
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
0 1 2 3 4 5 6 7 8 9 10
SCALE 1:100 (A1) SCALE 1:200 (A3)
-
CH 0
RL 42
.046
INTE
RSEC
TION
ROA
D No
.02
CH 24
1.855
RL 37
.45IN
TERS
ECTI
ON R
OAD
No.03
CH 22
7.428
R.L.
37.14
6SA
G
I.P. R
.L. 38
.393
I.P. R
.L. 37
.094
-1.2%GRADE
V.C.
HORIZ. GEOMETRY
042
.051
42.04
6
1541
.544
41.59
6
3040
.952
41.14
6
4540
.527
40.69
6
6039
.841
40.24
6
7539
.087
39.79
6
9038
.579
39.34
691
.758
38.50
939
.293
105
38.11
338
.922
120
37.55
438
.565
121.7
5837
.508
38.52
8
135
37.33
438
.276
150
36.92
238
.055
151.7
5836
.873
38.03
3
165
36.45
637
.874
180
36.08
537
.694
195
35.94
37.51
4
210
35.75
337
.334
224
35.89
337
.166
225
35.93
137
.156
227.4
2836
.024
37.14
623
036
.142
37.15
7
236
36.41
637
.274
240
36.50
337
.394
241.8
5536
.542
37.45
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 29
LONG SECTION - ROAD No.04SCALE 1:500 (H)SCALE 1:100 (V)
CH 23
1.421
RL 46
.646
INTE
RSEC
TION
ROA
D No
.01
CH 30
4.911
RL 43
.889
INTE
RSEC
TION
ROA
D No
.02
CH 55
2.673
RL 36
.775
INTE
RSEC
TION
ROA
D No
.03
CH 21
6.625
R.L.
46.75
5CR
EST
CH 54
0.738
R.L.
36.60
3SA
G
I.P. R
.L. 47
.341
I.P. R
.L. 38
.453
-1.5% -3.185%GRADE
V.C.
HORIZ. GEOMETRY
195
46.49
446
.52
198.1
6946
.568
46.58
4
210
46.72
946
.733
216.6
2546
.7846
.755
224.2
4146
.731
46.72
622
546
.722
46.72
225.9
2746
.712
46.71
222
7.759
46.67
346
.693
231.4
2146
.597
46.64
5
240
46.41
846
.481
255
45.93
646
.016
259.2
4145
.785
45.84
3
270
45.34
745
.383
285
44.70
144
.741
300
44.07
244
.099
304.9
1143
.873
43.88
9
315
43.46
543
.457
330
42.85
842
.815
345
41.64
342
.173
360
40.90
241
.531
375
40.43
340
.889
390
39.75
940
.247
405
39.13
439
.605
410.9
0639
.026
39.35
2
420
38.86
38.99
431.9
0638
.479
38.59
9
435
38.37
638
.513
450
37.87
438
.185
452.9
0637
.777
38.13
8
465
37.40
537
.957
480
36.92
537
.732
495
36.35
337
.507
508
35.98
737
.312
510
35.92
237
.28
520.5
35.57
37.07
2
525
35.43
236
.959
533
35.31
536
.726
539
35.31
336
.609
540
35.31
736
.604
540.7
3835
.3236
.603
540.9
7835
.317
36.60
354
2.644
35.32
436
.6154
535
.341
36.64
552.6
7335
.386
36.77
5
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 29
LONG SECTION - ROAD No.05SCALE 1:500 (H)SCALE 1:100 (V)
FUTURE DEVELOPMENT
LIMIT
OF
WOR
KS
-3%
60VC 12VC
3%
70VC
2.75%
R-300
-4.28%
42VC 25VC 12VC
1.755%
R-300
I.P. R
.L. 36
.535
I.P. R
.L. 37
.124
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
16:21
PM
File
Nam
e: O:
\Pro
jects\
_201
8\18-
03 78
Bou
ndar
y Rd,
Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A302
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
ESIG
N DA
\18-0
3 DA3
02.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
ROAD LONG SECTIONS- SHEET 02 OF 02
302
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
0 1 2 3 4 5 6 7 8 9 10
SCALE 1:100 (A1) SCALE 1:200 (A3)
-
36.5
36.5
36.5
37.5
37.5
37.538.0
38.5
38.5
39.0
39.5
40.0
34.0
34.034.5
35.0
35.0
35.035.0
35.5
35.5
35.5
35.5
36.0
36.036.0
36.0
36.5
36.536.5
36.5
37.0
37.0
37.037.0
37.5
37.5
37.537.5
38.0 38.038.0
38.5
38.5
38.5
39.0
39.540.0
40.0
40.5
40.5
41.0
41.0
41.5
42.0
42.5
43.0
35.0
35.5
35.5
35.5
35.536.0
36.0 36.0
36.0
36.0
36.5
36.5
36.5
36.5
36.5
37.0
37.0
37.0
37.0
37.0
37.5
37.5
37.5
38.0
38.5
39.0
39.5
40.0
40.541.0
41.5
42.0
42.5
43.0
43.5
43.5
44.0
44.044.5
44.5
45.0
45.0
45.5
45.5
46.0
46.5
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
37.0
37.5
37.5
38.0
38.0
38.5
38.5
39.0
39.0
39.5
39.5
40.0
40.0
40.5
40.5
41.0
41.041.5
41.5
42.0
42.0
42.5
42.5
42.5
43.0
43.0
43.5
43.5
43.5
44.044.0
44.0
44.5
44.5
44.5
45.0
45.0
45.0
45.5
45.5
46.0
46.0
46.5
37.75
37.75
37.50
BAYSWATER AVENUE
MARW
AN A
VENU
E
BALF
OUR
STR
EET
WAT
ERLO
O ST
REET
LOT 1DP 1208526
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
CRAIG & RHODES REF: 1788DA 15/02283
LOT 11DP 236422
SP2DRAINAGE
ZONE
RE1LAND
RE1LAND
SP2DRAINAGE
ZONE
LOT 37DP 39341
LOT 39DP 39341
LOT 38DP 39341
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25
DA 15/01643
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY
NORTH WESTERN SURVEYS REF: 17-25DA 16/14914
PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-103
ROAD
No.0
1
ROAD
No.0
2
ROAD
No.0
3
ROAD No.05
ROAD No.04
Project No.
Design Date Revision DescriptionFirstIssue Drawn Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]
Title:Project:Scale:
Orion
Consulting
Engineers
Revis
ion
By:For:
Milestone
Plan
Revision
Plott
ed: 2
1 Feb
ruar
y , 20
18 1:
16:27
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File
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\Pro
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_201
8\18-
03 78
Bou
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Scho
fields
Eas
t\Drg
s\Civi
l\des
ign D
a\18-
03 D
A400
.dwg
DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION
DA
18-03
01
78 BOUNDARY ROAD,SCHOFIELDS -
ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018
FILE
: O:\P
ROJE
CTS\
_201
8\18-
03 78
BOU
NDAR
Y RD
, SCH
OFIE
LDS
EAST
\DRG
S\CI
VIL\D
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N DA
\18-0
3 DA4
00.D
WG
PRIN
TED:
2/21
/18 U
SER:
DUS
TIN
WAL
TERS
NORTH
CATCHMENT PLAN
400
0 5 10 15 20 25 30 35 40 45 50
SCALE 1:1000 (A3)SCALE 1:500 (A1)
LEGENDCATCHMENT NAME, DIRECTION OFFALL & AREA
PROPOSED / DESIGN CATCHMENT ANDBOUNDARY
20.010.0CONTOURS (EXISTING & DESIGN)
APPROXIMATE EXISTING CATCHMENTAND B